Beskopylny Alexey N, Stel'makh Sergey A, Shcherban' Evgenii M, Mailyan Levon R, Meskhi Besarion, Varavka Valery, Beskopylny Nikita, El'shaeva Diana
Department of Transport Systems, Faculty of Roads and Transport Systems, Don State Technical University, Gagarin, 1, 344003 Rostov-on-Don, Russia.
Department of Engineering Geology, Bases, and Foundations, Don State Technical University, 344003 Rostov-on-Don, Russia.
Gels. 2022 Jun 2;8(6):346. doi: 10.3390/gels8060346.
One of the most science-intensive and developing areas is nano-modified concrete. Its characteristics of high-strength, high density, and improved structure, which is not only important at the stage of monitoring their performance, but also at the manufacturing stage, characterize high-performance concrete. The aim of this study is to obtain new theoretical knowledge and experimental-applied dependencies arising from the "composition-microstructure-properties" ratio of high-strength concretes with a nano-modifying additive of the most effective type. The methods of laser granulometry and electron microscopy are applied. The existing concepts from the point of view of theory and practice about the processes of cement gel formation during the creation of nano-modified high-strength concretes with nano-modifying additives are developed. The most rational mode of the nano-modification of high-strength concretes is substantiated as follows: microsilica ground to nanosilica within 12 h. A complex nano-modifier containing nanosilica, superplasticizer, hyperplasticizer, and sodium sulfate was developed. The most effective combination of the four considered factors are: the content of nanosilica is 4% by weight of cement; the content of the superplasticizer additive is 1.4% by weight of cement; the content of the hyperplasticizer additive is 3% by weight of cement; and the water-cement ratio-0.33. The maximum difference of the strength characteristics in comparison with other combinations ranged from 45% to 57%.
纳米改性混凝土是科学密集度最高且发展迅速的领域之一。其高强度、高密度以及改良结构的特性,不仅在监测其性能阶段至关重要,在制造阶段同样重要,这些特性是高性能混凝土的特征。本研究的目的是获取源于最有效类型纳米改性添加剂的高强度混凝土“组成 - 微观结构 - 性能”比例所产生的新理论知识和实验应用相关性。应用了激光粒度分析和电子显微镜方法。从理论和实践角度对使用纳米改性添加剂制备纳米改性高强度混凝土过程中水泥凝胶形成过程的现有概念进行了拓展。高强度混凝土纳米改性的最合理方式如下:在12小时内将微硅粉研磨成纳米硅粉。研发了一种包含纳米硅粉、高效减水剂、超塑化剂和硫酸钠的复合纳米改性剂。所考虑的四个因素的最有效组合为:纳米硅粉含量为水泥重量的4%;高效减水剂添加剂含量为水泥重量的1.4%;超塑化剂添加剂含量为水泥重量的3%;水灰比为0.33。与其他组合相比,强度特性的最大差异在45%至57%之间。